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JPH0340982Y2 - - Google Patents

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Publication number
JPH0340982Y2
JPH0340982Y2 JP1985196408U JP19640885U JPH0340982Y2 JP H0340982 Y2 JPH0340982 Y2 JP H0340982Y2 JP 1985196408 U JP1985196408 U JP 1985196408U JP 19640885 U JP19640885 U JP 19640885U JP H0340982 Y2 JPH0340982 Y2 JP H0340982Y2
Authority
JP
Japan
Prior art keywords
base
mounting
floor slab
concrete
lifting rod
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP1985196408U
Other languages
Japanese (ja)
Other versions
JPS62103942U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP1985196408U priority Critical patent/JPH0340982Y2/ja
Publication of JPS62103942U publication Critical patent/JPS62103942U/ja
Application granted granted Critical
Publication of JPH0340982Y2 publication Critical patent/JPH0340982Y2/ja
Expired legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Description

【考案の詳細な説明】[Detailed explanation of the idea] 【産業上の利用分野】[Industrial application field]

本考案は、コンクリート打設補助器具の改良に
関し、特に支柱体と基盤とを取付ネジによつて取
りはずし可能に固着して、施工後支柱体から基盤
を取り外せるようにしたコンクリート打設補助器
具に関するものである。
The present invention relates to an improvement of an auxiliary device for concrete pouring, and in particular to an auxiliary device for concrete pouring that removably fixes a column and a base with mounting screws, so that the base can be removed from the column after construction. It is.

【従来技術とその問題点】[Prior art and its problems]

床コンクリート等、コンクリート打設における
表面の水平度を出す作業は、専門の職人にとつて
も難しい作業である。以前は、まず施工面上方に
みち糸を張り、それを基準にして施工面にモルタ
ルを盛り上げて施工厚さの目印を作り、この目印
を当たりながらコンクリートの打設作業を行なつ
ていた。しかし、この方法では、時間がかかる上
に、相当に熟練した職人でも水平度は出しづらか
つた。このため、コンクリートを乾燥させるとき
に、床のへこんだ部分に水が溜り、乾燥が均一に
ならないという不都合を生じていた。 この問題点を解決する手段として、実公昭51−
50338号公報において「インサートを兼ねるスラ
ブレベル出し治具」が提案されている。該治具
は、「上端に軸線の回りに回動自在な受け部を有
する支持部材と下部に雄ネジ部を有するレベル調
整用シヤフトと、前記雄ネジ部と螺合する雌ネジ
部を上下方向に貫設した長ナツトの下端面に、外
方へ突出した鍔を一体に形成した受台とからな
り、長ナツトにレベル調整用シヤフトを螺合した
もの」である。 そして、型枠に鍔を釘等によつて打ち付けて受
台を固定し、受け部にパイプ等を掛け渡して高さ
の調整を行い、パイプをガイドとして使用して定
規等で高さを調整し、これによつてスラブ表面の
仕上が迅速にできるようにしたものである。ま
た、型枠に固定した受台の底部側にネジ部が形成
されており、型枠を外した後には受台はインサー
トととして機能し、床スラブ下方に天井を施工す
る際の吊りロツドの取着部となる。 けれども、従来のこの治具には次のような課題
点があつた。 即ち、インサートとなる受台は長ナツトと一体
に設けられた鍔部を釘等により打ち付けて型枠に
固定される。従つて、コンクリートが固化した後
に型枠を外すと床スラブの下面に鍔部の下面が露
出する。これでは、床スラブの下面を天井とする
場合、吹き付け等により表面を美麗に仕上げても
錆が浮いてきやすいし、仮に錆が浮かない場合で
も天井表面の仕上がりに違和感が残る。また、固
定するときに使用した釘も鍔部の下面から突き出
て残つているため切断する必要があり、作業が面
倒で余分な手間がかかる。
BACKGROUND ART The task of leveling the surface of concrete, such as floor concrete, is a difficult task even for specialized craftsmen. In the past, we first stretched strings above the construction surface, then piled up mortar on the construction surface using the strings as a reference to create a mark for the construction thickness, and poured concrete while hitting this mark. However, this method was time-consuming and difficult to achieve levelness even by highly skilled craftsmen. For this reason, when drying the concrete, water collects in the recessed areas of the floor, resulting in the inconvenience that drying is not uniform. As a means to solve this problem,
No. 50338 proposes a "slab leveling jig that also serves as an insert." The jig consists of a support member having a receiving part rotatable around an axis at the upper end, a level adjustment shaft having a male threaded part at the lower part, and a female threaded part that is screwed into the male threaded part in the vertical direction. It consists of a pedestal with an outwardly protruding flange integrally formed on the lower end surface of a long nut that penetrates through it, and a level adjustment shaft is screwed into the long nut. Then, fix the pedestal by nailing the collar to the formwork, adjust the height by stretching a pipe, etc. over the holder, and adjust the height with a ruler, etc. using the pipe as a guide. This allows the slab surface to be finished quickly. In addition, a screw part is formed on the bottom side of the pedestal fixed to the formwork, and after the formwork is removed, the pedestal functions as an insert, and can be used as a hanging rod when constructing a ceiling below the floor slab. This will be the attachment part. However, this conventional jig had the following problems. That is, the pedestal serving as the insert is fixed to the formwork by nailing the flange provided integrally with the long nut using nails or the like. Therefore, when the formwork is removed after the concrete has hardened, the lower surface of the flange is exposed on the lower surface of the floor slab. In this case, when the lower surface of a floor slab is used as a ceiling, rust tends to float even if the surface is beautifully finished by spraying, etc., and even if the rust does not float, the finish of the ceiling surface remains unnatural. In addition, the nails used for fixing still remain protruding from the lower surface of the flange and must be cut, which is a cumbersome and time-consuming task.

【考案の目的】[Purpose of invention]

そこで本考案の目的は、コンクリートの固化後
型枠を取り外したときに、床スラブ下面に露出し
た部分を取り外せるようにし、これによつて床ス
ラブ下面に錆が浮き出たり、補助器具を固定する
ときに使用した釘等が床スラブ下面から突き出て
残ることを防止し、床スラブ下面を仕上げたとき
に違和感を生じないようにしたコンクリート打設
補助器具を提供することにある。
Therefore, the purpose of this invention is to make it possible to remove the exposed part on the underside of the floor slab when the formwork is removed after the concrete hardens, thereby preventing rust from protruding on the underside of the floor slab and when fixing auxiliary equipment. To provide an auxiliary tool for concrete pouring which prevents nails, etc. used for the floor slab from sticking out and remaining on the lower surface of the floor slab, and which does not give a sense of discomfort when the lower surface of the floor slab is finished.

【考案の構成】[Structure of the idea]

上記目的を達成するために講じた本考案の構成
は次の通りである。 即ち本考案は、基盤と;二以上の部材からな
り、前記基盤に立設され高さの調整が可能な支柱
体と;該支柱体の上端に設けてあり、支柱体の軸
線回りに回動可能な載置体と;を備えたコンクリ
ート打設補助器具であつて、前記基盤には取付孔
が貫設してあり、前記支柱体の下部には雌ネジ部
が設けてあり、基盤の下面側から前記取付孔に取
付ネジを挿通して支柱体と基盤とを前記取付ネジ
によつて取り外し可能に固着していることを特徴
とするコンクリート打設補助器具である。 コンクリート打設補助器具の素材としては鉄、
ステンレス、プラスチツク等をあげることができ
る。基盤を床スラブの型枠へ取付ける手段は、釘
着或は基盤に任意数の尖部を形成しておき打ち付
けて固定する等、任意に設定できる。載置体はガ
イド部材を載置するもので、その形状はガイド部
材の当接部の形状と適合するものが望ましく、例
えばパイプを使用する場合はV字、U字型等に形
成する。支柱体の高さ調整構造は、無段階の調整
ができるネジ式が好適であるが、調整が容易にで
きれば他の構造でもよく、特に限定するものでは
ない。
The structure of the present invention taken to achieve the above object is as follows. That is, the present invention comprises: a base; a support that is made up of two or more members and is erected on the base and whose height is adjustable; The concrete casting auxiliary device is equipped with a mounting body capable of mounting; a mounting hole is provided through the base, a female screw portion is provided at the lower part of the support body, and the lower surface of the base is The concrete pouring aid is characterized in that a mounting screw is inserted into the mounting hole from the side, and the support column and the base are removably fixed to each other by the mounting screw. Steel is the material for concrete pouring aids.
Examples include stainless steel and plastic. The means for attaching the base to the formwork of the floor slab can be set arbitrarily, such as nailing or forming an arbitrary number of peaks on the base and nailing them in place. The mounting body is for mounting the guide member, and its shape is preferably compatible with the shape of the abutting portion of the guide member. For example, when a pipe is used, it is formed into a V-shape, a U-shape, etc. The height adjustment structure of the support column is preferably a screw type that allows stepless adjustment, but other structures may be used as long as adjustment can be made easily, and the structure is not particularly limited.

【実施例】 本考案を図面に示した実施例に基づき更に詳細
に説明する。第1図は一実施例の一部切欠分解斜
視図、第2図は組立てた状態の斜視図である。な
お、同一または同等箇所には同一符号を付して示
している。 符号1はコンクリート打設補助器具で、鉄製の
支柱体10とプラスチツク製の載置体11と基盤
32を備えている。支柱体10は下部に雄ネジ部
12を刻設している昇降ロツド15と、これと螺
合される長ナツト33とを備えている。 載置体11の形状は一般的にはV字あるいはU
字型に形成されるが、後述するガイド部材Gが脱
落しなければ、他の形状でもよい。なお、載置体
11を幅広のU字形に形成すればガイド部材Gを
並べて載置できるのでガイド部材Gを縦に継ぐ場
合に便利である。昇降ロツド15の上端には段部
を有する径小部150が形成されている。また、
載置体11下部には径小部150と緩く嵌合する
嵌合凹部110が形成され、昇降ロツド15の上
端に嵌装したときには載置体11が回転できるよ
うに、且つ昇降ロツド15と載置体11の外面が
面一になるようにしてある。なお、載置体11と
昇降ロツド15との連結部分の構造は、昇降ロツ
ド15に周溝を形成し、載置体11の嵌合凹部1
10内に前記周溝に嵌まるバネを設ける構造等、
各種手段を任意に採用できる。 長ナツト33には、昇降ロツド15の雄ネジ部
12と、後述する取付ネジ39を螺着するための
雌ネジ部31が、軸線方向に貫設してある。これ
により長ナツト33は取付ネジ39によつて基盤
32に取り外し可能に固着され立設される。長ナ
ツト33の周面には切欠き部34が形成してあ
り、長ナツト33を取付ネジ39によつて基盤3
2に取りつける際に長ナツト33をスパナ等で固
定できるようにしている。 基盤32は上面より下面をやや広く形成した厚
板形状に形成してあり、中央部には取付孔36が
貫設してある。取付孔36は、皿ネジである取付
ネジ39の頭部が収容できるように截頭円錐形状
に形成されており、基盤32上面の取付孔36の
周縁部には円形の補強部320が形成されてい
る。基盤32の両端部の四箇所には、釘孔321
が設けられている。 そして第2図に示すように、コンクリート打設
補助器具1は、基盤32に取付ネジ39によつて
長ナツト33が立設され、長ナツト33には上端
に載置体11を取付けた昇降ロツド15が雄ネジ
部12を雌ネジ部31に螺合して組立てられる。 なお、長ナツト33と昇降ロツド15はネジ結
合であるため載置体11の高さの微調整が可能で
ある。また、長ナツト33側の上部を雄ネジにし
て、昇降ロツド15側を雌ネジにすることもでき
る。 符号20は締ナツトで、中心部に上記雄ネジ部
12と螺合する螺合部21が形成されており、昇
降ロツド15の高さを設定した後、昇降ロツド1
5を長ナツト33に締付けて固定できるようにし
ている。 第3図は本実施例に係るコンクリート打設補助
器具の使用方法を示す説明図、第4図は施工状態
を示す要部断面図、第5図は吊りロツドを取付け
た状態を示す要部断面図である。 本実施例に係るコンクリート打設補助器具1を
使用した床スラブの施工方法および作用を第3図
ないし第5図を参照して説明する。 床スラブの型枠55の所要箇所に基盤32を
釘30で打付けて、コンクリート打設補助器具
1を任意数固定する。 ガイド部材Gを載置体11に載置し、コンク
リート打設補助器具1間に架け渡す。なおガイ
ド部材Gは所要長さの直線部を有するものであ
ればその形状は問わないが、一般的には、棒
体、パイプなどで、剛性の高い金属製のものが
望ましい。 ガイド部材Gに沿つて、施工面の高さの基準
となるみち糸50を張る。 みち糸50を基準に、支柱体10の昇降ロツ
ド15を回してガイド部材Gの水平度或いは傾
斜度を調整する。この場合、載置体11は、昇
降ロツド15の上端に回転できるように取付け
られているので、ガイド部材Gを取り外すこと
なく支柱体10の高さを調整することができ
る。支柱体10の高さが決まつたら締ナツト2
0を回し、昇降ロツド15を長ナツト33に固
定する。 コンクリートをガイド部材Gよりやや高めに
打込む。 直線部を有する板体60でガイド部材Gに沿
つて余分なコンクリートを剃ぎおとす。 ガイド部材Gを施工面から取りはずし全体を
ならす。 上記工法により、ほぼ正確な水平面或いは傾
斜面を有する床スラブ57を施工できる。 床スラブ57の施工後、下面の型枠55を取
り除くと取付ネジ39と共に基盤32の裏面が
露出する。取付ネジ39を緩め、埋設されてい
る支柱体10から基盤32を取り外す。基盤3
2を取り外すことによつて床スラブ57下面に
凹部が生じるが、この凹部にモルタルまたは補
修剤を埋め込むことによつて天井面を面一に仕
上げることができる。また、支柱体10は凹部
に埋設されるために金属製である場合でも錆の
発生が抑えられる。 なお、第5図に示すように天井を施工するため
の吊りロツド56を長ナツト33に螺合して取付
けることが可能であり、その場合は、吊りロツド
56を取付けるためのアンカー工事が不要にな
る。 第6図は昇降ロツドと載置体との他の嵌装構造
を示す一部切欠分解斜視図である。本実施例にお
いては、第1図に示す実施例とは異なり、昇降ロ
ツド15aの上端には径小の段部が形成されてい
ない。その代わりに載置体11aの下部には、昇
降ロツド15aの上端と嵌合できる嵌合凹部11
0aが形成され、嵌装したときに載置体11aが
回転できるようにしている。 なお、本考案に係る打設補助器具を一階の床ス
ラブを施工する場合にも使用することができる。
その場合釘30を地面に打ちつけて基盤32を地
面に固定することもできるが、取付ネジ39の皿
部に異形筋Rを溶接したもの、或は基盤32下面
に鉄筋を溶接したものを使用し、異形筋Rや鉄筋
を地面に打ち込んで固定することもできる。 なお、本考案は図示の実施例に限定されるもの
ではなく、実用新案登録請求の範囲の記載内にお
いて数々の変形が可能である。
Embodiments The present invention will be explained in more detail based on embodiments shown in the drawings. FIG. 1 is a partially cutaway exploded perspective view of one embodiment, and FIG. 2 is a perspective view of the assembled state. Note that the same or equivalent parts are indicated by the same reference numerals. Reference numeral 1 denotes a concrete pouring auxiliary device, which includes a support 10 made of iron, a mounting body 11 made of plastic, and a base 32. The strut body 10 includes an elevating rod 15 having a male threaded portion 12 carved in its lower part, and a long nut 33 screwed into the elevating rod 15. The shape of the mounting body 11 is generally V-shaped or U-shaped.
Although it is formed in a letter shape, other shapes may be used as long as the guide member G, which will be described later, does not fall off. Note that if the mounting body 11 is formed into a wide U-shape, the guide members G can be mounted side by side, which is convenient when the guide members G are connected vertically. A small diameter portion 150 having a stepped portion is formed at the upper end of the lifting rod 15. Also,
A fitting recess 110 that loosely fits into the small diameter portion 150 is formed in the lower part of the mounting body 11 so that the mounting body 11 can rotate when it is fitted to the upper end of the lifting rod 15, and the fitting recess 110 is designed to be able to rotate between the mounting body 11 and the lifting rod 15. The outer surface of the mounting body 11 is made to be flush with each other. The structure of the connecting portion between the mounting body 11 and the lifting rod 15 is such that a circumferential groove is formed in the lifting rod 15, and a fitting recess 1 of the mounting body 11 is formed.
A structure in which a spring that fits into the circumferential groove is provided in the 10, etc.
Various means can be adopted arbitrarily. The long nut 33 has a male threaded portion 12 of the lifting rod 15 and a female threaded portion 31 for screwing a mounting screw 39 described later, extending in the axial direction. As a result, the long nut 33 is removably fixed to the base 32 by the mounting screw 39 and is erected. A notch 34 is formed on the circumferential surface of the long nut 33, and the long nut 33 is attached to the base plate 3 using a mounting screw 39.
2, the long nut 33 can be fixed with a spanner or the like. The base plate 32 is formed into a thick plate shape with a lower surface slightly wider than an upper surface, and a mounting hole 36 is provided through the central portion. The mounting hole 36 is formed in a truncated conical shape so that the head of the mounting screw 39, which is a countersunk screw, can be accommodated, and a circular reinforcing portion 320 is formed at the periphery of the mounting hole 36 on the upper surface of the base 32. ing. Nail holes 321 are provided at four locations on both ends of the base 32.
is provided. As shown in FIG. 2, the concrete pouring aid 1 has a long nut 33 erected on a base 32 with mounting screws 39, and a lifting rod 33 with a mounting body 11 attached to the upper end of the long nut 33. 15 is assembled by screwing the male threaded portion 12 onto the female threaded portion 31. Incidentally, since the long nut 33 and the lifting rod 15 are screwed together, the height of the mounting body 11 can be finely adjusted. Alternatively, the upper part on the long nut 33 side may be male threaded, and the lifting rod 15 side may be female threaded. Reference numeral 20 denotes a tightening nut, which has a threaded part 21 formed in the center thereof to be threadedly engaged with the male threaded part 12. After setting the height of the lifting rod 15, the lifting rod 1
5 can be tightened and fixed to a long nut 33. Fig. 3 is an explanatory diagram showing how to use the concrete pouring aid according to this embodiment, Fig. 4 is a sectional view of the main part showing the construction state, and Fig. 5 is a sectional view of the main part showing the state in which the hanging rod is attached. It is a diagram. The method and operation of constructing a floor slab using the concrete casting auxiliary device 1 according to this embodiment will be explained with reference to FIGS. 3 to 5. A base 32 is nailed to required locations on the formwork 55 of the floor slab with nails 30, and an arbitrary number of concrete placement auxiliary tools 1 are fixed. The guide member G is placed on the mounting body 11 and spanned between the concrete pouring auxiliary tools 1. Note that the guide member G may have any shape as long as it has a straight portion of a required length, but generally it is preferably a rod, a pipe, or the like, and is preferably made of metal with high rigidity. A string 50 is stretched along the guide member G to serve as a reference for the height of the construction surface. The horizontality or inclination of the guide member G is adjusted by turning the lifting rod 15 of the support column 10 with the string 50 as a reference. In this case, since the mounting body 11 is rotatably attached to the upper end of the lifting rod 15, the height of the support column 10 can be adjusted without removing the guide member G. Once the height of the strut body 10 is determined, tighten the nut 2.
0 to fix the lifting rod 15 to the long nut 33. Pour concrete slightly higher than guide member G. Excess concrete is shaved off along the guide member G using a plate body 60 having a straight portion. Remove guide member G from the construction surface and level the entire surface. By the above construction method, it is possible to construct a floor slab 57 having a substantially accurate horizontal or inclined surface. After the floor slab 57 is constructed, when the lower formwork 55 is removed, the back surface of the base 32 is exposed together with the mounting screws 39. Loosen the mounting screws 39 and remove the base 32 from the buried support 10. Foundation 3
2, a recess is created on the lower surface of the floor slab 57, but by filling this recess with mortar or a repair agent, the ceiling surface can be finished flush. Furthermore, since the support column 10 is buried in a recess, rusting can be suppressed even if it is made of metal. In addition, as shown in FIG. 5, it is possible to attach the hanging rod 56 for constructing the ceiling by screwing it onto the long nut 33. In that case, anchor work for attaching the hanging rod 56 is not required. Become. FIG. 6 is a partially cutaway exploded perspective view showing another fitting structure between the lifting rod and the mounting body. In this embodiment, unlike the embodiment shown in FIG. 1, a step portion with a small diameter is not formed at the upper end of the lifting rod 15a. Instead, the lower part of the mounting body 11a has a fitting recess 11 that can fit with the upper end of the lifting rod 15a.
0a is formed so that the mounting body 11a can rotate when fitted. Note that the pouring aid according to the present invention can also be used when constructing a first floor floor slab.
In that case, it is possible to fix the base 32 to the ground by driving nails 30 into the ground, but it is also possible to use one with deformed reinforcement R welded to the countersunk part of the mounting screw 39, or one with reinforcing bar welded to the bottom surface of the base 32. It is also possible to fix it by driving deformed reinforcement R or reinforcing steel into the ground. Note that the present invention is not limited to the illustrated embodiment, and many modifications can be made within the scope of the claims of the utility model registration.

【考案の効果】[Effect of the idea]

従来のコンクリート打設補助器具は、長ナツト
の下端面に、外方へ突出した鍔を一体に形成した
受台とからなつている。このために、コンクリー
トが固化した後に型枠を外すと床スラブの下面に
鍔部の下面が露出してしまい、床スラブの下面を
天井とする場合、吹き付け等により表面を美麗に
仕上げても錆が浮いてきやすいし、仮に錆が浮か
ない場合でも天井表面の仕上がりに違和感が残
り、更に、型枠に固定するときに使用した釘も鍔
部の下面から突き出て残つているため切断する必
要があり、作業が面倒で余分な手間がかかるとい
う欠点があつた。 しかし本考案によれば、基盤には取付孔が貫設
してあり、支柱体の下部には雌ネジ部が設けてあ
り、基盤の下面側から前記取付孔に取付ネジを挿
通して支柱体と基盤とを前記取付ネジによつて取
り外し可能に固着している。このためコンクリー
トの固化後、型枠を取り外したときに床スラブ下
面に露出した基盤を、埋設されている支柱体から
容易に取り外すことができる。これより床スラブ
下面に錆が浮き出たり、補助器具を固定するとき
に使用した釘等が床スラブ下面から突き出て残る
ことを防止できる。なお、基盤を取り外すことに
より凹部が生じが、生じた凹部にモルタルまたは
補修剤を埋め込むと天井面が見苦しくなく、床ス
ラブ下面を天井面として仕上げたときに違和感を
生じない。 また、床スラブの下方に天井を施工するときに
は、床スラブに埋設されている支柱体に吊りロツ
ドを螺合して取付けることができる。 更には、取り外した基盤は何回でも使用できる
ので無駄がない。 等の顕著な効果を奏する。
A conventional concrete pouring aid consists of a pedestal with an outwardly projecting collar integrally formed on the lower end surface of a long nut. For this reason, when the formwork is removed after the concrete has hardened, the bottom surface of the collar will be exposed on the bottom surface of the floor slab, and if the bottom surface of the floor slab is used as a ceiling, rust will occur even if the surface is beautifully finished by spraying etc. The rust tends to come off easily, and even if the rust doesn't come off, the finish on the ceiling surface still looks strange.Furthermore, the nails used to secure the mold to the formwork still stick out from the bottom of the flange, so they need to be cut. However, the disadvantage was that the work was troublesome and required extra effort. However, according to the present invention, a mounting hole is provided through the base, and a female thread is provided at the bottom of the support column, and the mounting screw is inserted into the mounting hole from the bottom side of the base. and the base are removably fixed to each other by the mounting screws. Therefore, after the concrete hardens, the base exposed on the lower surface of the floor slab when the formwork is removed can be easily removed from the buried support pillars. This can prevent rust from appearing on the underside of the floor slab, and nails used for fixing auxiliary equipment from remaining stuck out from the underside of the floor slab. Note that although recesses are created by removing the base, filling the created recesses with mortar or a repair agent will make the ceiling surface less unsightly and will not create a sense of discomfort when the lower surface of the floor slab is finished as a ceiling surface. Furthermore, when constructing a ceiling below a floor slab, a hanging rod can be attached by screwing into a support column buried in the floor slab. Furthermore, the removed base can be used any number of times, so there is no waste. It has remarkable effects such as

【図面の簡単な説明】[Brief explanation of drawings]

第1図は一実施例の一部切欠分解斜視図、第2
図は組立てた状態の斜視図、第3図は本実施例に
係るコンクリート打設補助器具の使用方法を示す
説明図、第4図は施工状態を示す要部断面図、第
5図は吊りロツドを取付けた状態を示す要部断面
図、第6図は昇降ロツドと載置体との他の嵌装構
造を示す一部切欠分解斜視図である。 1……コンクリート打設補助器具、10……支
柱体、11……載置体、15……昇降ロツド、3
3……長ナツト、32……基盤、39……取付ネ
ジ。
Figure 1 is a partially cutaway exploded perspective view of one embodiment;
The figure is a perspective view of the assembled state, Figure 3 is an explanatory diagram showing how to use the concrete pouring aid according to this embodiment, Figure 4 is a sectional view of the main part showing the construction state, and Figure 5 is the hanging rod. FIG. 6 is a partially cutaway exploded perspective view showing another fitting structure between the lifting rod and the mounting body. DESCRIPTION OF SYMBOLS 1... Concrete pouring auxiliary device, 10... Support body, 11... Placement body, 15... Lifting rod, 3
3...Long nut, 32...Base, 39...Mounting screw.

Claims (1)

【実用新案登録請求の範囲】 基盤32と;二以上の部材からなり、前記基盤
に立設され高さの調整が可能な支柱体10と;該
支柱体10の上端に設けてあり、支柱体の軸線回
りに回動可能な載置体11,11aと;を備えた
コンクリート打設補助器具であつて、 前記基盤32には取付孔36が貫設してあり、
前記支柱体10の下部には雌ネジ部31が設けて
あり、基盤の下面側から前記取付孔に取付ネジ3
9を挿通して支柱体と基盤とを前記取付ネジによ
つて取り外し可能に固着していることを特徴とす
るコンクリート打設補助器具。
[Claims for Utility Model Registration] A base 32; a support 10 which is made up of two or more members and is erected on the base and whose height is adjustable; A concrete pouring auxiliary device comprising mounting bodies 11 and 11a that are rotatable about the axis of the concrete casting auxiliary device, and a mounting hole 36 is provided through the base 32,
A female threaded portion 31 is provided at the lower part of the support column 10, and a mounting screw 3 is inserted into the mounting hole from the bottom side of the base.
1. A concrete pouring auxiliary device, characterized in that the support column and the base are removably fixed to each other by the mounting screws.
JP1985196408U 1985-12-19 1985-12-19 Expired JPH0340982Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985196408U JPH0340982Y2 (en) 1985-12-19 1985-12-19

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985196408U JPH0340982Y2 (en) 1985-12-19 1985-12-19

Publications (2)

Publication Number Publication Date
JPS62103942U JPS62103942U (en) 1987-07-02
JPH0340982Y2 true JPH0340982Y2 (en) 1991-08-28

Family

ID=31155202

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985196408U Expired JPH0340982Y2 (en) 1985-12-19 1985-12-19

Country Status (1)

Country Link
JP (1) JPH0340982Y2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0640271Y2 (en) * 1988-11-22 1994-10-19 安之 鶴田 Soil concrete pouring auxiliary equipment
US12345060B2 (en) 2018-11-09 2025-07-01 Anchor Ring Solutions, Llc Construction anchor apparatus and system and methodology of use
BR112021009060A2 (en) * 2018-11-09 2021-08-10 Anchor Ring Solutions, Llc systems and methodology for construction management and equipment placement via building information modeling

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5150338U (en) * 1974-10-14 1976-04-16

Also Published As

Publication number Publication date
JPS62103942U (en) 1987-07-02

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